Physical Model Test and Theoretical Study on the Bearing Behavior of Pile in Expansive Soil Subjected to Water Infiltration
| Autor(en): |
Kai-wen Hou
(College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Doctoral Candidate, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Doctoral Candidate, Guangx)
Jie Jiang (Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Professor, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Professor, Guangxi Key L) Shun-Wei Wang (Master Candidate, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Master Candidate, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Master Can) Xiao-Duo Ou (Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Professor, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Professor, Guangxi Key L) |
|---|---|
| Medium: | Fachartikel |
| Sprache(n): | Englisch |
| Veröffentlicht in: | International Journal of Geomechanics, Juni 2021, n. 6, v. 21 |
| DOI: | 10.1061/(asce)gm.1943-5622.0002006 |
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10606733 - Veröffentlicht am:
08.05.2021 - Geändert am:
08.05.2021
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